علیزاده، الف. 1380. اصول و عملیات آبیاری قطرهای. چاپ دوّم. انتشارات دانشگاه امام رضا.، 450 صفحه.
صدرالدینی، ع. الف.، دلیرحسننیا، ر.، فعالیان، الف. و صیادی، ح. 1386. بررسی افت بار ناشی از اتصالات قطرهچکانهای روی خط آبیاری قطرهای، طرح تحقیقاتی، مدیریت امور پژوهشی دانشگاه تبریز. 53 صفحه.
Amin, M.S.M., and Svehlik, Z.J. (1994), Hydraulic analysis of micro-irrigation laterals: a new approach, Pertanika Journal of Science & Technology, 2(1): 107-119.
Mahar, P. S., and Singh, R. P. (2003), Computing inlet pressure head of multioutlet pipeline , Journal of Irrigation and Drainage Engineering, ASCE,129(6):464-468.
Mansour, H.A.G., Tayel, M.Y., El-Hadi, M.A.A., Lightfoot, D.D., and El-Gindy, A.M. (2010), Modification of water application uniformity among closed circuit trickle irrigation systems, Agricultural Science, 1(1): 1-9.
Mizyed, N. (2002), Numerical analysis to solve the hydraulics of trickle irrigation units, Irrigation and Drainage Systems, 16: 53-68.
Valiantzas, J. D. (2005), Modified Hazen–Williams and Darcy–Weisbach equations for friction and local head losses along irrigation laterals, Journal of Irrigation and Drainage Engineering, ASCE, 129(4), 342-350.
Warrick, A.W, and Yitayew, M. (1987), An analytical solution foe flow in a manifold, Advances in Water Resource, 10(2), 58-63.
Yildirim, G., and Agiraioglu, N. (2004), Comparative analysis of hydraulic calculation methods in design of microirrigation laterals, Journal of Irrigation and Drainage Engineering, ASCE, 130(3): 201-217.
Yitayew, M. (1990), Head loss in manifolds or trickle laterals: simplified approach, Journal of Irrigation and Drainage Engineering, ASCE, 115(4), 739-743.